CN216999819U - Building pile foundation convenient to composite erection - Google Patents
Building pile foundation convenient to composite erection Download PDFInfo
- Publication number
- CN216999819U CN216999819U CN202221027309.6U CN202221027309U CN216999819U CN 216999819 U CN216999819 U CN 216999819U CN 202221027309 U CN202221027309 U CN 202221027309U CN 216999819 U CN216999819 U CN 216999819U
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- pile foundation
- supporting beam
- reinforcing
- fool
- reinforcing ribs
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- 239000002131 composite material Substances 0.000 title description 3
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 45
- 238000005728 strengthening Methods 0.000 claims description 9
- 238000009434 installation Methods 0.000 claims description 6
- 230000007246 mechanism Effects 0.000 claims description 6
- 238000003491 array Methods 0.000 claims description 2
- 239000004568 cement Substances 0.000 abstract description 3
- 230000002035 prolonged effect Effects 0.000 abstract description 3
- 208000013201 Stress fracture Diseases 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 229930091051 Arenine Natural products 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000002195 synergetic effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model discloses a building pile foundation convenient to assemble and install, and belongs to the technical field of pile foundations. According to the utility model, the prefabricated supporting beam is firmly and fixedly connected through the anchor rods, the square foolproof grooves, the foolproof blocks and other structures, the bearing force of the prefabricated supporting beam part is transmitted to the pile foundation through the connecting plate and the bearing platform through the reinforcing rib extension heads and the reinforcing ribs, the risk of excessive stress fracture of the prefabricated supporting beam caused by sinking of the building part is avoided, the service life of the prefabricated supporting beam is prolonged, the connectivity between the pile foundations is increased through the reinforcing ribs, meanwhile, the tensile capacity of the pile foundations is increased possibly by the reinforcing ribs, so that the bearing capacity of the pile foundations formed by pouring cement is stronger, and the bearing capacity between the reinforcing ribs can be further increased by the connecting ribs between the reinforcing ribs.
Description
Technical Field
The utility model belongs to the technical field of pile foundations, and particularly relates to a building pile foundation convenient to assemble and install.
Background
The pile foundation is a foundation of a building, and after the pile foundation is built, the pile foundations are connected with each other through prefabricated supporting cross beams to serve as a bottom layer of the building.
The novel building pile foundation structure has the advantages that the outer ring ribs of the outer ring of the traditional fixed rib and reinforcing steel bars used for reinforcing the inner part of the outer ring rib are integrated with the novel building pile foundation structure, so that the process flow of manufacturing engineering is reduced, and the number of the connecting ribs is more than that of the original connecting ribs, so that the fixation of the reinforcing steel bars is improved; wherein, the deficiency points are as follows:
fixed connection is under construction to the pile foundation generally through the mode that cement was pour between this kind of novel building pile foundation structure, and this kind of mode is when being under construction domestic house type, comparatively wastes time and energy, and this kind of pile foundation structure is getting up comparatively trouble in the construction, and the engineering volume is great, and staff intensity of labour is great, has prolonged the time limit for a project of construction.
SUMMERY OF THE UTILITY MODEL
The utility model aims to: in order to solve the problem, a building pile foundation convenient to assemble and install is provided.
The technical scheme adopted by the utility model is as follows: the utility model provides a building pile basis convenient to composite erection, includes foundation ditch, pile foundation, cushion cap, the inside pile foundation that is provided with of foundation ditch, pile foundation quantity is a plurality of, the cushion cap has all been pour at the pile foundation top, be provided with the enhancement fixed establishment who carries out the rigidity between crossbeam installation mechanism and the reinforced pile foundation that the crossbeam is connected between the pile foundation.
Wherein, crossbeam installation mechanism includes: the device comprises a mounting groove, a fool-proof block, a prefabricated supporting beam, a square fool-proof groove, a connecting plate and an anchor rod;
the equal opening in cushion cap one side is provided with the mounting groove, mounting groove bottom one side an organic whole is connected with prevents slow-witted piece, prevent slow-witted piece and be connected with prefabricated supporting beam through the stock, prefabricated supporting beam both sides bottom opening is provided with square prevents slow-witted groove, the supporting connection has the connecting plate on the stock.
The square fool-proof groove is matched with the fool-proof block in position, and the number of the anchor rods is a plurality.
Wherein, strengthen fixed establishment and include: the reinforcing rib, the connecting rib and the reinforcing rib extension head;
the prefabricated supporting beam is internally prefabricated with reinforcing ribs, connecting ribs are connected between the reinforcing ribs, and reinforcing rib extension heads are reserved on the reinforcing ribs.
The reinforcing ribs are nine in number, are in square arrays and are fixedly connected through connecting ribs, and the connecting ribs are arranged in a triangular mode.
In summary, due to the adoption of the technical scheme, the utility model has the beneficial effects that:
1. according to the utility model, the prefabricated supporting beam is firmly and fixedly connected through the structures such as the anchor rods, the square fool-proof grooves and the fool-proof blocks, the bearing force of the prefabricated supporting beam part is transmitted to the pile foundation through the connecting plate and the bearing platform through the reinforcing rib extension heads and the reinforcing ribs, the danger that the prefabricated supporting beam is excessively stressed and broken due to sinking of the building part is avoided, and the service life of the prefabricated supporting beam is prolonged.
2. According to the utility model, the connectivity between the pile foundations is increased through the reinforcing ribs, and meanwhile, the tensile capacity of the pile foundations is increased through the reinforcing ribs, so that the pile foundations formed by pouring cement are stronger in bearing capacity, and the bearing capacity between the reinforcing ribs can be further increased through the connecting ribs between the reinforcing ribs.
3. According to the utility model, the prefabricated supporting beam can replace a pouring beam, so that the construction period is further shortened, and the time cost is saved.
Drawings
FIG. 1 is a schematic diagram of the front structure of the present invention;
FIG. 2 is a schematic diagram of an enlarged structure at A in FIG. 1 according to the present invention;
FIG. 3 is a schematic diagram of an enlarged structure at B in FIG. 1 according to the present invention;
FIG. 4 is a schematic diagram of a three-dimensional structure of a reinforcing rib and a connecting rib in the present invention.
The labels in the figure are: 1. a foundation pit; 101. pile foundations; 2. a bearing platform; 201. mounting grooves; 202. a fool-proof block; 3. prefabricating a supporting beam; 301. a square fool-proof groove; 302. a connecting plate; 303. an anchor rod; 4. reinforcing ribs; 401. connecting ribs; 5. the strengthening rib extension head.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the utility model:
referring to fig. 1-4, a building pile foundation convenient to composite mounting, includes foundation ditch 1, pile foundation 101, cushion cap 2, mounting groove 201, prevents slow-witted piece 202, prefabricated supporting beam 3, square slow-witted groove 301 of preventing, connecting plate 302, stock 303, strengthening rib 4, splice bar 401, strengthening rib extension head 5, and foundation ditch 1 is inside to be provided with pile foundation 101, and pile foundation 101 quantity is a plurality of, and pile foundation 101 top has all been pour cushion cap 2.
Referring to fig. 1, 2, in this embodiment, the equal opening in 2 one sides of cushion cap is provided with mounting groove 201, mounting groove 201 bottom one side body coupling has prevents slow-witted piece 202, prevent slow-witted piece 202 and be connected with prefabricated supporting beam 3 through stock 303, prefabricated supporting beam 3 both sides bottom opening is provided with square prevent slow-witted groove 301, the supporting connection has connecting plate 302 on the stock 303, square prevent slow-witted groove 301 and prevent slow-witted 202 position and agree with the setting, simultaneously at mounting groove 201, prevent slow-witted piece 202, prefabricated supporting beam 3, square prevent slow-witted groove 301, under the synergism of connecting plate 302 and stock 303, can play fine connecting action to the crossbeam between the pile foundation.
Simultaneously, the staff puts prefabricated supporting beam 3 in the mounting groove 201 of pile foundation 101 top, and the square of prefabricated supporting beam 3 bottom is prevented slow-witted groove 301 and is just in time gone into the block 202 that prevents slow-witted at mounting groove 201 top this moment, and then the staff lays connecting plate 302 on prefabricated supporting beam 3, and the staff carries out fixed connection with prefabricated supporting beam 3 and cushion cap 2 respectively with connecting plate 302 through stock 303, can improve the steadiness.
Referring to fig. 1, 3 and 4, in this embodiment, reinforcing ribs 4 are prefabricated inside a prefabricated supporting beam 3, connecting ribs 401 are connected between the reinforcing ribs 4, reinforcing rib extension heads 5 are reserved on the reinforcing ribs 4, under the synergistic effect of the reinforcing ribs 4, the connecting ribs 401 and the reinforcing rib extension heads 5, the stability and the fixation between pile foundations can be enhanced, nine reinforcing ribs 4 are reserved, nine reinforcing ribs 4 are in a square array and fixedly connected through the connecting ribs 401, the connecting ribs 401 are arranged in a triangular shape, the supporting performance between the pile foundations 101 can be effectively enhanced through the reinforcing ribs 4 between the bearing platforms 2, the supporting strength of the reinforcing ribs 4 can be effectively enhanced through the triangular connecting ribs 401 between the reinforcing ribs 4, a worker can electrically weld and lap-joint the reinforcing ribs 5 and the bearing platforms 2 through reserved reinforcing ribs, then pour, and further enhance the supporting strength of the prefabricated supporting beam 3 through the reinforcing ribs 4, thereby improving the strength of the bearing platform 2.
The working principle is as follows: firstly, the worker places the precast supporting beams 3 in the installation groove 201 above the pile foundation 101, at this time, the square fool-proof groove 301 at the bottom of the prefabricated supporting beam 3 is just clipped into the fool-proof block 202 at the top of the mounting groove 201, then the worker lays the connecting plate 302 on the prefabricated supporting beam 3, then, the worker fixedly connects the connecting plate 302 with the prefabricated supporting beam 3 and the bearing platform 2 through the anchor rod 303, the connecting plate 302 can increase the connectivity of the prefabricated supporting beam 3 and the bearing platform 2, the worker is in electric welding lap joint through the reserved steel bar between the reinforcing rib extension head 5 and the bearing platform 2, then pouring is carried out, the supporting strength of the prefabricated supporting beam 3 is enhanced through the reinforcing ribs 4, the strength of the bearing platform 2 is further enhanced, and nine strengthening ribs 4 are square array and pass through splice bar 401 fixed connection, and splice bar 401 triangle-shaped sets up, and the bracing nature between pile foundation 101 can effectual increase by strengthening rib 4 between cushion cap 2.
The present invention is not limited to the above preferred embodiments, and any modifications, equivalents and improvements made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. The utility model provides a building pile foundation convenient to aggregate erection, includes foundation ditch (1), pile foundation (101), cushion cap (2), foundation ditch (1) inside is provided with pile foundation (101), pile foundation (101) quantity is a plurality of, cushion cap (2), its characterized in that have all been pour at pile foundation (101) top: a beam mounting mechanism for connecting a beam and a reinforcing and fixing mechanism for reinforcing the fixity between pile foundations are arranged between the pile foundations (101);
the beam mounting mechanism includes: the device comprises a mounting groove (201), a fool-proof block (202), a prefabricated supporting beam (3), a square fool-proof groove (301), a connecting plate (302) and an anchor rod (303);
the bearing platform is characterized in that an opening on one side of the bearing platform (2) is provided with a mounting groove (201), a fool-proof block (202) is integrally connected to one side of the bottom of the mounting groove (201), the fool-proof block (202) is connected with a prefabricated supporting beam (3) through an anchor rod (303), openings on the bottoms of two sides of the prefabricated supporting beam (3) are provided with square fool-proof grooves (301), and a connecting plate (302) is connected to the anchor rod (303) in a matched mode.
2. The building pile foundation facilitating assembly and installation of claim 1, wherein: the square fool-proof groove (301) is matched with the fool-proof block (202) in position.
3. The building pile foundation facilitating assembly and installation of claim 1, wherein: the number of the anchor rods (303) is several.
4. The building pile foundation facilitating assembly and installation of claim 1, wherein: the reinforcing and fixing mechanism includes: the reinforcing rib (4), the connecting rib (401) and the reinforcing rib extension head (5);
prefabricated supporting beam (3) inside is prefabricated has strengthening rib (4), be connected with between strengthening rib (4) splice bar (401), strengthening rib (4) are reserved to have strengthening rib extension head (5).
5. A building pile foundation facilitating erection as claimed in claim 4, wherein: the number of the reinforcing ribs (4) is nine, and the reinforcing ribs (4) are in square arrays and are fixedly connected through connecting ribs (401).
6. A building pile foundation facilitating erection as claimed in claim 4, wherein: the connecting ribs (401) are arranged in a triangle shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221027309.6U CN216999819U (en) | 2022-04-28 | 2022-04-28 | Building pile foundation convenient to composite erection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221027309.6U CN216999819U (en) | 2022-04-28 | 2022-04-28 | Building pile foundation convenient to composite erection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216999819U true CN216999819U (en) | 2022-07-19 |
Family
ID=82378363
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221027309.6U Expired - Fee Related CN216999819U (en) | 2022-04-28 | 2022-04-28 | Building pile foundation convenient to composite erection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216999819U (en) |
-
2022
- 2022-04-28 CN CN202221027309.6U patent/CN216999819U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220719 |